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CS Roof Girder CalcsCS Structure™ 2018.9 [Build 16] kmBeamEngine 2018.9.0.1 Materials Database 1572 Keiter54EmersonWay - Level 10 1-27-21 3:57pm 1 of 4 All product names are trademarks of their respective owners Copyright (C) 2018 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED. **Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Member Data Description: CalcG6 Member Type: Girder Application: Roof Comments:Top Lateral Bracing: Continuous Slope: -8.00 / 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/240 live, L/180 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 11.4 PLF Filename: C:\KMW\JOBS\ Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 5' 11.19" 23 7 Snow Replacement Uniform (PLF) Top 0' 0.00" 5' 11.19" 23 7 Snow Replacement Uniform (PLF) Top 5' 11.19" 14' 3.88" 1 63 Live Replacement Uniform (PLF) Top 5' 11.19" 14' 3.88" 195 0 Snow Point (LBS) Top 6' 0.94" 2 274 Live Point (LBS) Top 6' 0.94" 565 0 Snow Point (LBS) Top 13' 11.25" 0 0 Live Point (LBS) Top 13' 11.25" 0 0 Snow 1 2 14 3 14 14 3 14 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Girder N/A N/A N/A 1494# -- 2 14' 3.875" Wall N/A N/A 1.500" 2057# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 2# 993# 501# 2 4# 1400# 657# Design spans 16' 4.812" Product: 1-3/4x11-1/4 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 7413.'# 22091.'# 33% 6.43' Total Load D+S Shear 1489.# 8603.# 17% 13.26' Total Load D+S TL Deflection 0.4130" 1.0935" L/476 7.11' Total Load D+S LL Deflection 0.2789" 0.8201" L/705 7.11' Total Load S Control: TL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. CS Structure™ 2018.9 [Build 16] kmBeamEngine 2018.9.0.1 Materials Database 1572 Keiter54EmersonWay - Level 10 1-27-21 3:57pm 2 of 4 All product names are trademarks of their respective owners Copyright (C) 2018 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED. **Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Member Data Description: CalcG7 Member Type: Girder Application: Roof Comments:Top Lateral Bracing: Continuous Slope: 8.00 / 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/240 live, L/180 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 11.4 PLF Filename: C:\KMW\JOBS\ Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 8' 4.69" 1 63 Live Replacement Uniform (PLF) Top 0' 0.00" 8' 4.69" 195 0 Snow Replacement Uniform (PLF) Top 8' 4.69" 14' 3.88" 23 7 Snow Replacement Uniform (PLF) Top 8' 4.69" 14' 3.88" 23 7 Snow Point (LBS) Top 0' 4.63" 0 0 Live Point (LBS) Top 0' 4.63" 0 0 Snow Point (LBS) Top 8' 2.94" 2 274 Live Point (LBS) Top 8' 2.94" 565 0 Snow 1 2 14 3 14 14 3 14 9 6 10Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 2057# -- 2 14' 3.875" Girder N/A N/A N/A 1494# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 4# 1400# 657# 2 2# 993# 501# Design spans 16' 4.812" Product: 1-3/4x11-1/4 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 7413.'# 22091.'# 33% 7.89' Total Load D+S Shear 1489.# 8603.# 17% 0.39' Total Load D+S TL Deflection 0.4131" 1.0935" L/476 7.21' Total Load D+S LL Deflection 0.2789" 0.8201" L/705 7.21' Total Load S Control: TL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. CS Structure™ 2018.9 [Build 16] kmBeamEngine 2018.9.0.1 Materials Database 1572 Keiter54EmersonWay - Level 10 1-27-21 3:57pm 3 of 4 All product names are trademarks of their respective owners Copyright (C) 2018 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED. **Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Member Data Description: CalcG12 Member Type: Girder Application: Roof Comments:Top Lateral Bracing: Continuous Slope: 0.00 / 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 18.2 PLF Filename: C:\KMW\JOBS\ Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 2' 6.00" 1 84 Live Replacement Uniform (PLF) Top 0' 0.00" 2' 6.00" 246 0 Snow Replacement Uniform (PLF) Top 0' 0.00" 4' 3.00" 1 86 Live Replacement Uniform (PLF) Top 0' 0.00" 4' 3.00" 248 0 Snow Replacement Uniform (PLF) Top 2' 6.00" 11' 7.50" 0 35 Live Replacement Uniform (PLF) Top 2' 6.00" 11' 7.50" 101 0 Snow Replacement Uniform (PLF) Top 4' 3.00" 11' 8.00" 1 86 Live Replacement Uniform (PLF) Top 4' 3.00" 11' 8.00" 248 0 Snow Replacement Uniform (PLF) Top 11' 7.50" 11' 8.00" 1 84 Live Replacement Uniform (PLF) Top 11' 7.50" 11' 8.00" 246 0 Snow Replacement Uniform (PLF) Top 11' 8.00" 11' 9.25" 1 84 Live Replacement Uniform (PLF) Top 11' 8.00" 11' 9.25" 246 0 Snow Replacement Uniform (PLF) Top 11' 8.00" 22' 10.00" 0 35 Live Replacement Uniform (PLF) Top 11' 8.00" 22' 10.00" 101 0 Snow Replacement Uniform (PLF) Top 11' 9.25" 11' 9.75" 1 84 Live Replacement Uniform (PLF) Top 11' 9.25" 11' 9.75" 246 0 Snow Replacement Uniform (PLF) Top 11' 9.75" 12' 9.75" 1 84 Live Replacement Uniform (PLF) Top 11' 9.75" 12' 9.75" 246 0 Snow Replacement Uniform (PLF) Top 12' 9.75" 25' 10.00" 1 86 Live Replacement Uniform (PLF) Top 12' 9.75" 25' 10.00" 248 0 Snow Replacement Uniform (PLF) Top 22' 10.00" 30' 5.88" 1 86 Live Replacement Uniform (PLF) Top 22' 10.00" 30' 5.88" 248 0 Snow Replacement Uniform (PLF) Top 25' 10.00" 26' 10.00" 1 84 Live Replacement Uniform (PLF) Top 25' 10.00" 26' 10.00" 246 0 Snow Replacement Uniform (PLF) Top 26' 10.00" 27' 1.88" 1 84 Live Replacement Uniform (PLF) Top 26' 10.00" 27' 1.88" 246 0 Snow Replacement Uniform (PLF) Top 27' 1.88" 27' 3.63" 1 84 Live Replacement Uniform (PLF) Top 27' 1.88" 27' 3.63" 246 0 Snow Replacement Uniform (PLF) Top 27' 3.63" 36' 5.13" 0 35 Live Replacement Uniform (PLF) Top 27' 3.63" 36' 5.13" 101 0 Snow Replacement Uniform (PLF) Top 30' 5.88" 38' 11.13" 1 86 Live Replacement Uniform (PLF) Top 30' 5.88" 38' 11.13" 248 0 Snow Replacement Uniform (PLF) Top 36' 5.13" 38' 11.13" 1 84 Live Replacement Uniform (PLF) Top 36' 5.13" 38' 11.13" 246 0 Snow Point (LBS) Top 2' 4.25" 2 374 Live Point (LBS) Top 2' 4.25" 694 0 Snow Point (LBS) Top 11' 9.25" 2 374 Live Point (LBS) Top 11' 9.25" 694 0 Snow Point (LBS) Top 11' 9.75" 2 415 Live Point (LBS) Top 11' 9.75" 814 0 Snow Point (LBS) Top 22' 8.25" 2 415 Live Point (LBS) Top 22' 8.25" 814 0 Snow Point (LBS) Top 27' 1.88" 2 374 Live Point (LBS) Top 27' 1.88" 694 0 Snow Point (LBS) Top 36' 6.88" 2 374 Live Point (LBS) Top 36' 6.88" 694 0 Snow 1 2 3 23 7 4 15 3 14 38 11 2 CS Structure™ 2018.9 [Build 16] kmBeamEngine 2018.9.0.1 Materials Database 1572 Keiter54EmersonWay - Level 10 1-27-21 3:57pm 4 of 4 All product names are trademarks of their respective owners Copyright (C) 2018 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED. **Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 2.578" 6767# -- 2 23' 7.250" Wall N/A N/A 6.606" 17340# -- 3 38' 11.125" Wall N/A N/A 1.500" 2974# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 13# 4737# 2030# 2 35# 12169# 5171# 3 6# 2097# 877# Design spans 23' 2.625" 14' 11.250" Product: 1-3/4x18 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 31120.'# 53675.'# 57% 10.83' Total Load D+S Negative Moment 34771.'# 53675.'# 64% 23.6' Total Load D+S Shear 8378.# 13765.# 60% 22.7' Total Load D+S TL Deflection 0.7227" 1.1609" L/385 10.83' Total Load D+S LL Deflection 0.5043" 0.7740" L/552 10.83' Total Load S Control: LL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives